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►'���►��� City Of Zephyrhilis PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BNC-001555-2021 i Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 07/27/2021 • Permit Type: Building New (Commercial) Property Number 4treet Address 34 25 21 0110 00000 0010 7631 Gall Boulevard Owner Information Permit Information Contractor Information Name: WAL MART STORES EAST LP Permit Type:Building New(Commercial) Contractor: HUTTON CONSTRUCTION Class of Work:New Construction INC Address: 7631 Gall Blvd -Building Valuation:$799,323.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$92,200.00 Phone: Mechanical Valuation:$64,000.00 Plumbing Valuation:$69,500.00 Total Valuation:$1,025,023.00 Total Fees:$63,752.74y1 _^) Amount Paid:$63,752.74 Date Paid:7/12//021 4 07:40PM Project Description CONSTRUCT HEALTH CLINIC 6,495 SQ FT Application Fees Transportation Impact Fee $41,115.69 Plumbing Plan Review Fee $193.75 Driveway Fee $45.00 Building Permit Fee $4,026.62 Transportation Impact Fee-City $415.31 Building Plan Review Fee $2,013.31 Wastewater Impact Fee $8,636.36 Water Impact Fee $4,173.55 Mechanical Plan Review Fee $180.00 Public Safety Impact Fee(Non-Res)-Police $1,141.00 Mechanical Permit Fee $360.00 Plumbing Permit Fee $387.50 Public Safety Impact Fee(Non-Res)-Admin $118.30 Fare Plan Review Fee $194.85 Electrical Plan Review Fee $250.50 Electrical Permit Fee $501.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INVOICE1111 . FOR OF BIL CONTA AELBERRY UTTON CONSTRUCTION INC , 525 RGA ST ATTANOOGA, TN 37408 INVOICE INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION INV-00003624 06/17/2021 06/17/2021 Due NONE REFERENCE NUMBER FEE NAME TOTAL BNC-001555-2021 Building Permit Fee $4,026.62 Building Plan Review Fee $2,013.31 Driveway Fee $45.00 Electrical Permit Fee $501.00 Electrical Plan Review Fee $250.50 Fire Plan Review Fee $194.85 Mechanical Permit Fee $360.00 Mechanical Plan Review Fee $180.00 Plumbing Permit Fee $387.50 Plumbing Plan Review Fee $193.75 Public Safety Impact Fee(Non-Res)-Admin $118.30 Public Safety Impact Fee(Non-Res)-Police $1,141.00 Transportation Impact Fee $41,115.69 Transportation Impact Fee-City $415.31 Wastewater Impact Fee $8,636.36 Water Impact Fee $4,173.55 7631 Gall Boulevard Zephyrhills, FLORIDA 33541 SUB TOTAL $63,752.74 REMITTANCE INFORMATION TOTAL $63,752.74 City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 June 17,2021 s��� _ -��v-- .._..�..�.�>...� 5335 8th Street,Zephyrhills,FL 33542 � Page 1 of 1 a1s/tsu utrlu (;fly of Lephyrhills.Permit Application Fax-81:S-18u-UU21 Building Department Data Received Phone Contact for Permittingg 205 -252 -8222�x303 aafaaaa• taa'aa Owners Name Wal-Mart Stores East,LP Owner Phone Number 0 479-20 297 Owner's Address PO Box 8050,Bentonville,AR 72712 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7631 Gail Blvd. Ze h rhills FL 33541 Lo. # SUBDIVISION I PARCEL ID# 34-25-21-0110-00000-0010 (OBTAINED FROM PROPERTY TAIL NOTI el WORK PROPOSED B NEW CONSTR e ADD/ALT © SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR ® COMM = OTHER I TYPE OF CONSTRUCTION = BLOCK = FRAME STEEL r 7 DESCRIPTION OF WORK 6,500 s ft.ex�ansion of existing Wal-Mart for new health clinic. BUILDING SIZE SC FOOTAGE 6,500 HEIGHT 1 at0 -aze-><',nc-ezt-sizz-as,Ersz-rss�as�eiarc'a'�a'rsa-rc=tr��rs'ei-rrrzzz-rs �rs�-earr:-c� ®BUILDING S 799,323.00 VALUATION OF TOTAL CONSTRUCTION $1.050MM ®ELECTRICAL S 92,200.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. ®PLUMBING $69,500.00 =MECHANICAL $64,000.90 VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES ©0 BUILDER � COMPANY Hutton Construction,Inc. SIGNATURE REGISTERED I YIN FEE CURREN Y I N Address 2525 Broad S hattanooga,TN 37408-2935 License# [GC15211,184 ELECTRICIAN COMPANY ' LL�C'1toC ,L� L�� SIGNATURE REGISTERED Y/N FEE CURREN I Y ff- Address ZA*I A License# G PLUMBER COMP b iln SIGNATURE REGISTERED I Y/N I FEE CURREN I Y/N n Address Llcenna/e�# MECHANICAL COMPANY �(r6 y!!YI f SIGNATURE . J REGISTERED I YIN FEE OURREN I Y N Address � * A 6A DIK License# -AC I �/ 0 1 I OTHER COMPANY I SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# 186@55ieaalaa.ace.aaaaaaai9.i.e.ace,a.aiataaalaasaawaa.iaaslowas.aaa sa.s■gasset RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum.ten(10)working days after submittal date.Required onsite,Construction Plans,Storrnwater Plans+41 Silt Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsnarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plane tlbl Slit Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directlona: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs 0 shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..needs ROW e,s/bu uuzu City of Zephymills Permit Application rex_b13-rou-uuz1 Building Department Data Received Phone Contact for Permitting 205 '252—8222 x303 faaaafaa faa6i Owner's Name Wal-Mart Stores East,LP Owner Phone Number 479-204 297 Owner's Address I PO Box 8050,Bentonville,AR 72712 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fes Simple Titleholder Address II JOB ADDRESS 7631 G II Blvd. ZephyThIlls,FL 33541 LQT# SUBDIVISION PARCEL IDtf 34-25-21-0110-00000-0010 (OBTAINED FROM PROPERTY TAX NOTt E) WORK PROPOSED B NEW CONSTR 8 ADD/ALT © SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR ® COMM = OTHER I TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK 6,500 s ft.expansion of existin Wal-Mart for new health clinic. r BUILDING SIZE I SQ FOOTAGE 6,500 HEIGHT 1 1 StOrY -csT[iiiii'ti"CLCR If'WC't"CCC9-WVCTR'Ci'4T'LZci'Ci<LI[ ®BUILDING $ VALUATION OF TOTAL CONSTRUCTION $1.050MM ®ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. ®PLUMBING $ ®MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES BUILDER COMPANY Hutton Construction,Inc. nv� SIGNATURE REGISTERED I YIN FEE CURREN I Y I N Address 2525 Broad SL hattanooga,TN 37408-2935 License# I CGC1528184 ELECTRICIAN COMPANY 4 e(D 'Jf'C SI' L7 SIGNATURE r� REGISTERED Y/N VV FEE CURREN ! Address License# PLUMBER COMP N a I Plum r SIGNATURE REGISTERED I YIN I FEE CURREN I Y/N; /y Address License-#/-r Fe- e MECHANICAL COMPANY � CCY�Id YI I ' SIGNATURE s REGISTERED I YIN FEE CURREN I YIN Add.. PTab WM r0eio617 3DOISO License# ! OTHER COMPANY I SIGNATURE REGISTERED I Y/N FEE CURREN Address I License# rofaaaa-6aaaIaa;later lags aa's&a&a.4-miaaaa2 I'm athaII's-laI'sa5a vessel esf.e.ESZI94 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-04 Permit for new construction, Minimum tan(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans irl Slit Fence Installed, Sanitary Facilities&1 dumpater,Site Work Permit for subdivislons/large projects COMMERCIAL Attach(2)complete seta of Building Plans plus a Life Safety Page;(1)set of Energy Fortis.R-O-W Permit fo,new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stannwater Plans i/Slit Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Ali commercial requirements must me It compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. Fill out application completely. l Owner&Contractor sign back of application,notarized If over$2500,■Notice of Commancemant Is regUired.(AIC upgrades over$7600) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..needs ROW Bldg Dept From: Bldg Dept Sent: Thursday, February 25, 2021 7:31 AM To: 'Kirk, Lynn' Subject: RE: Contractor Certificate Registration Welcome! Building Dept 813-780-0020 813-780-0021 Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately From: Kirk, Lynn<Ikirk@berryhutton.com> Sent:Wednesday, February 24,20213:05 PM To: Bldg Dept<BDept@ci.zephyrhills.fl.us> Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL I appreciate it thank youth! Lynn Kirk Office Administrator TWO COMPAPa Ca,ONG TEAM. 2525 Broad Street Chattanooga,TN 37408 423.682.6030 Phone 256-613-1381 Cell 423.291.4477 Fax Ikirk@berrvhutton.com From: Bldg Dept<BDept@ci.zephvrhills.fl.us> Sent:Wednesday, February 24, 20213:01 PM To: Kirk, Lynn<Ikirk@berrvhutton.com> Subject: RE: Contractor Certificate Registration Will make note thank you i Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself we have."Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Kirk, Lynn<Ikirk@berrvhutton.com> Sent:Wednesday, February 24,20212:57 PM To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL We don't have this information yet the job is not starting until July I guess we will wait until we have this. Lynn Kirk Office Administrator - TWO CO!d VANIC r•ONC TEAM. 2525 Broad Street Chattanooga,TN 37408 423.682.6030 Phone 256-613-1381 Cell 423.291.4477 Fax Ikirk@berrvhutton.com From: Bldg Dept<BDept@ci.zephvrhills.fl.us> Sent:Wednesday, February 24,20212:54 PM To: Kirk, Lynn<Ikirk@berrvhutton.com> Subject: RE:Contractor Certificate Registration NEED YOUR SIGNATURE ON APPLICATION AND COST OF JOB BROKEN DOWN PER TRADE. SEND BACK AND WILL PUT YOU ON PERMIT. THE LETTER NEED TO BE NOTARIZED . 2 THANK YOU a) I Jackie Boges = 813-780-0020 ext3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Kirk, Lynn<Ikirk@berrvhutton.com> Sent:Wednesday, February 24,20219:25 AM To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL Lynn Kirk Office Administrator TYlO CO N7PAMUS,ONE TEAM. 2525 Broad Street Chattanooga,TN 37408 423.682.6030 Phone 256-613-1381 Cell 423.291.4477 Fax Ikirk@berrvhutton.com From: Bldg Dept<BDept@ci.zephvrhills.fl.us> Sent:Tuesday, February 23,2021 11:46 AM To: Kirk, Lynn<Ikirk@berrvhutton.com> Subject: RE: Contractor Certificate Registration I have not received the application back? 3 Jackie Boges 813-780-0020 ext3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Bldg Dept Sent: Friday, February 19,20211:03 PM To:'Kirk, Lynn'<Ikirk@berrvhutton.com> Subject: RE:Contractor Certificate Registration I HAVE ATTACHED THE PERMIT APPLICATION . Please fill the valuation for the job need to break down each trade for permitting (ex: building, elec, plum, mech) and all subs must register and be signed onto the building permit application. When sending in registration requirement will need to refer to the address of the job and job name so that I will know what and where to apply them. Will place plans in review we have up to 30 days on our plan review time. Thankyou t Jackie Boges - 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Kirk, Lynn<Ikirk@berrvhutton.com> Sent: Friday, February 19,202112:04 PM To: Bldg Dept<BDept@ci.zephvrhills.fl.us> Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL 4 Here you go,thank you Lynn Kirk Office Administrator _ Two oompAry"-,.ONC TCAm. 2525 Broad Street Chattanooga,TN 37408 423.682.6030 Phone 256-613-1381 Cell 423.291.4477 Fax Ikirk@berrvhutton.com From: Bldg Dept<BDept@ci.zephvrhills.fl.us> Sent: Friday, February 19,202111:41 AM To: Kirk, Lynn<Ikirk@berrvhutton.com> Subject: RE:Contractor Certificate Registration THE CERTIFICATE OF INSURANCE HAS EXPIRED DO YOU HAVE UPDATE ONE? 7 . Jackie Boges - 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Kirk, Lynn<Ikirk@berrvhutton.com> Sent:Wednesday, February 17, 20218:22 AM To: Bldg Dept<BDept@ci.zephyrhills.fl.us> Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL See attached,sorry about that! Lynn Kirk 5 Bldg Dept' From: Kirk, Lynn <Ikirk@berryhutton.com> Sent: Wednesday, February 24, 2021 2:57 PM To: Bldg Dept Subject: RE:Contractor Certificate Registration EXTERNAL EMAIL We don't have this information yet the job is not starting until July I guess we will wait until we have this. Lynn Kirk Office Administrator --MRAL TYJO ,.MPA?Jrt3.ONE SCAM. 2525 Broad Street Chattanooga,TN 37408 423.682.6030 Phone 256-613-1381 Cell 423.291.4477 Fax Ikirk@berrvhutton.com From: Bldg Dept<BDept@ci.zephyrhills.fl.us> Sent:Wednesday, February 24,20212:54 PM To: Kirk, Lynn<Ikirk@berryhutton.com> Subject: RE:Contractor Certificate Registration NEED YOUR SIGNATURE ON APPLICATION AND COST OF JOB BROKEN DOWN PER TRADE.SEND BACK AND WILL PUT YOU ON PERMIT. THE LETTER NEED TO BE NOTARIZED . THANK YOU Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend.His is not a creed,a mere doctrine,but it is He Himself we have."Dwight L.Moody nts-/su-uuzU Ulty of[ephyrhills Permit application rax_ts1s-rDu-uu21 Building Department F ' Date Received Phone Contact for Permilting 205 252 _8222 x303 ■a'taaia■ a1a'Ia Owners Name Wal-Mart Stores East,LP Owner Phone Number 479-204 297 Owners Address,PO Box 8050,Bentonville,AR 72712 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7631 Gall Blvd. Zophyrhills.FL 3541 LOT# SUBDIVISION I PARCEL IDIT 34-25-21-0110-00000-0010 (OBTAINED IRON PROPERTY TAX NOTI E) WORK PROPOSED e NEW CONSTR e ADD/ALT © SIGN Q = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR ® COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = i DESCRIPTION OF WORK 6,500 s tt.ex�ansion of existing Wal-Mart for new health clinic. BUILDING SIZE I SO FOOTAGE 6,500 HEIGHT 1 St0 -tZ M M ft 1L'CL'T6-LZ'C!'4iZTEZET1L&L M'M VXXXTX I ®BUILDING S 799,323.00 VALUATION OF TOTAL CONSTRUCTION $1.050MM ®ELECTRICAL $92,200.00 AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. ®PLUMBING 369,500.00 ~ =MECHANICAL $(4,000.00 VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES ©0 BUILDER COMPANY Hutton Construction,Inc. SIGNATURE REGISTERED I YIN FEECURREN LILN Address 2525 Broad S hattanooga,TN 37408-29354. License# CGC1528184 . 0 / ELECTRICIAN COMPANY -W'1 f�C Y/ Lf4 SIGNATURE REGISTERED Y/N�( FEE Cl1RREN Y Address �. tr A License# . PLUMBER LP ACOMPANO GlI ✓p SIGNATURE REGISTERED I YIN f FEE CURREN I YIN Address MECHANICAL _ - COMPANY SIGNATURE REGISTERED I YIN FEE CURREN I Y N Address 1 13"TV164kA&A 3 DaS ucense# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# a.�a-!,>t�.itti.a.�\f��.1.iaif�aa�al.i8a.aaafEatfi�.Ea.>t�a,\i�Iaseastfaa'aaen.aaraal RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans:(1)set of Energy Forms;R-O-W Permit for new construction„ Minimum ten(10)working days after submittal date,Required onsite,Construction Plans,Stornwater Plans SIR Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdlvislonsRarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit fo new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stommater Plana 11 Silt Fence installed, Sanitary Faclities&1 dumpster.Site Work Permit for all new projects.Ail commercial requirements must me t compliance SIGN PERMIT Attach(2)sets of Engineered Plans. • PROPERTY SURVEY required for all NEW construction. SSG SIDS"" 19%4b Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is requlrad.(AIC upgrades over S7600) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Swam Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..needs ROW Square Feet Dollar Amount &L Valuation Building Electric Plumbing Mechanical Radon Connection Fees: Sewer e" Water Meter School Impact Fee: Transportation Impact Fee: 3,z;X> 1 ,53+, C, GP C,l City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Doctor or Dentist Office No. of Practitioners ._ _ 70 2; No. of Employees per 8hr Shift Impact Fees Within City Limits Outside City Limits Water Facilities Capacity Fee $ 4,173.55 $ 5,216.94 Wastewater Facilities Capacity Fee $ 8,636.36 $ 10,795.45 TOTAL $ 12,809.92 $ 16,012.40 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building,Department Date Received Phone Contact for Permitting (205 ) 262 - 8222 x303 Owner's Name Wal-Mart Stores.East,LP Owner Phone Number 479-204-1297 Owner's Address 2608 S.E.J Street,Bentonville,AR 72716 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7631 Gall Blvd.•'2'e h rhills FL 33541 LOT# r SUBDIVISION 1 / PARCEL ID# 34-25-21-0116-00000-0010 ,�s (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW C NSTR ADD/ALT © SIGN = = DEMOLISH I��INSTALL e REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK 6,500 sqft.expansion of existing Wal-Mart for new health clinic. BUILDINi SIZE SQ FOOTAGE 6,500 HEIGHT 1 story -cl c-ir -�c-jc-urc-rc{�����c-vlc-cc,'€-,Cct-irs-crrcc-rcrs-€ts-c-c'cc-vc-iE-c><s-s-j-t-s,cccc-K-r,L-.eicc-, =BUILDING $ VALUATION OF TOTAL CONSTRUCTION $1.050MM ®ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. F—TIPLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY / Hutton Construction,Inc. SIGNATURE REGISTERS I Y/N FEE CURREN Y/N Address 2525 Broad St.,Chattanooga,TN 37408-2935 Icen # CGC1528184 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsliarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safely Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans.. • PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,,a Notice of Commencement is required.(AIC upgrades over$7600) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may required to be licensed In accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727.847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be Identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release;the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental.Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used.in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent-properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel;alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a corection of errors in plans,construction or violations of any codes.Every permit Issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,In writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.0 ) OWNER OR AGENT �l%" CONTRACTOR Subscribed and sworn t4 or affirmed)before me this Subscribed and sworn to(or affirmed)before me this No��wth�1Q.��2Cf� M/iylL Va�r�lu by Who lslare periso Ily kmw to me or asthave produced Who islare personally known to me or has/have produced as identification. as identification. j� r 0 y Not ublic Notary Public Commission No. 1-7-'4 1L/ Commission No. ��rl 1;`2� -�✓hc Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Sherl Piel•'tbrbefi Washington COUNTY NOTARY PUBLIC-ARKANSAS My Commission Expires 05/2712030 Commission No.12377216 LETTER OF TRANSMITTAL bq(gi 2100 First Avenue North,Suite 100 architects Birmingham,Al, 35203 205 252.8222 tele;205 252.8899 fax \ TO: Building Department 12/4/2020 COMPANY: City of Zeph rhills REFERENCE: BLOX 5335 8th Street Zeph rhills, FL 33542 PHONE: 813-780-0020 PROJECT#: 204501 ENCLOSURES INCLUDE THE FOLLOWING: QX Plans Computer Disks Letter VIA:❑UPS Blacklines Submittal Data Sheet Index OUS Mail Other: A1Specifications Shop Drawings Other Pick Up Courier COPIES DATE OR NO. DESCRIPTION 2 Construction Plans 1 Permit Application THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval QX For Review&Comment ❑Returned Items J For Your Use As Requested Other: REMARKS: Please see enclosed 2 sets of Plans and Permit Application for Wal-Mart Health and Wellness Addition at 7631 Gall Blvd., Zeph rhills, FL 33541. If you have any questions, please feel free to contact me. Thank you. Copy to: FilePa�nezcili� Hannah Bryant hannah.bryant@hdgllp.com If enclosures are not as noted,please notify our office immediately. Jacqueline Boges From: Mitch Lai <mlal@bohlereng.com> Sent: Monday, February 8, 2021 11:40 AM To: Rodney Corriveau Cc: flt200077@nf.bohlereng.com;Jacqueline Boges; Samantha Harlan;flt200077 @nf.bohlereng.com Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC (SPR-0011-20) EXTERNAL EMAIL Great news, Rod!Thank you for the notification. If we send you a pre-paid FedEx label,would you be able to package and return the approved plans to us? If not,should I plan to have someone visit the City to pick-up? Finally, does the approval include a letter of approval and next steps prior to construction commencement(i.e. pre- construction meeting requirement, permit pick-up by GC, etc.)? Mitch Lai—Permitting Manager BOHLER// C:(347)886-4590 From: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Sent: Monday, February 8, 202111:16 AM To: Mitch Lai<mial@bohiereng.com> Cc:flt200077@nf.bohlereng.com;Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC(SPR-0011-20) EXTERNAL Use caution with attachments and links. Good Morning We have two (2) sets of approved plans for you at the office. I have communicated to the Building Department of the approval and updated our system. Rod From: Rodney Corriveau Sent: Friday,January 29, 20219:49 AM To:'Mitch Lal'<mlal@bohlereng.com> Cc:fit200077@nf.bohlereng.com Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC(SPR-0011-20) Hi Mitch, I am worii8gn with Matthew Pollard of CFM on the landscaping. Can you please have someone from Walmart reach out to me via email to confirm their acceptance of the requirement to refurbish the existing landscaping back to the originally approved plan as a condition of approval so I have it in the file? Thanks, Rodney From: Mitch Lai<mlal@bohiereng.com> Sent:Thursday,January 21,2021 10:03 AM To: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us> 1 Cc:flt2000770)nf.bohlereng.com Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC(SPR-0011-20) EXTERNAL EMAIL Good morning Rodney, Sorry for missing your call earlier this AM.Just tried you back and left a VM. Happy to chat when you are free and able. Thanks. Mitch Lal—Permitting Manager BOHLER I! C:(347)886-4590 From: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us> Sent: Friday,January 15,2021 10:52 AM To: Mitch Lal<mlal@bohlereng.com> Cc:flt200077@nf.bohlereng.com Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC(SPR-0011-20) MERNAL:.Use caution with attachments and links. Excellent. ty From: Mitch Lal<mlal@bohlereng.com> Sent: Friday,January 15,2021 10:21 AM To: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us> Cc:flt200077@nf.bohlereng.com Subject: RE:Wal-Mart Stores East, LP Retail Clinic Addition for SPRC(SPR-0011-20) EXTERNAL EMAIL Good morning Rod, Attached, please find the minor modification approval received from the WMD for the referenced project. Regarding plan revisions: - Original plans showed clinic set 25'away from existing side wall 2 LETTER OF TRANSMITTAL bda 2100 First Avenue North,Suite 100 architects Birmingham,AL 35203 205 252.8222 tele;205 252.8899 fax TO: Building Department 12/4/2020 COMPANY: City of Zeph rhills REFERENCE: BLOX ' 5335 8th Street Zeph rhills, FL 33542 PHONE: 813-780-0020 PROJECT#: 204501 ENCLOSURES INCLUDE THE FOLLOWING: NPlans Computer Disks Letter VIA:❑UPS Blacklines Submittal Data Sheet Index DUS Mail aOther: Specifications Shop Drawings Other E]Pick Up Courier COPIES DATE OR NO. DESCRIPTION 2 Construction Plans 1 Permit Application THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval �X For Review&Comment 0 Returned Items For Your Use As Requested Other: REMARKS: Please see enclosed 2)sets of Plans and Permit Application for Wal-Mart Health and Wellness Addition at 7631 Gall Blvd., Zeph rhills, FL 33541. If you have any questions, please feel free to contact me. Thank you. Copy to: FilePar�,za�i� Hannah Bryant hannah.bryant@bdgL[p.com If enclosures are not as noted,please notify our office immediately. CALCULATION SUMMARY Project Name:Retail Clinic Project Location: 7631 Gall Blvd Drawing No.:JD 2035 City: Zephyrhills, FL 30013 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) Office 1500 351.1 Required 0.1 7 14.8 16 100 13.3 39.5 ,ly�li,11111) � r File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinio-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Pagel e' HYDRAULIC CALCULATIONS for Job Information Project Name:Retail Clinic Contract No.:JD 2035 City: Zephyrhills, FL 30013 Project Location: 7631 Gall Blvd Date: 11/12/2020 Contractor Information Name of Contractor: Hiller Systems Address: 3751 Joy Springs Drive City: Mobile, AL 36693 Phone Number: 251.661.1275 E-mail:dwingard@hillercompanies.com Name of Designer: Dale F.Wingard Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Dental Area Occupancy Classification Office Density(gpm/ftZ) 0.1 _ - _ 0 Area of Application(W) 1500 Coverage per Sprinkler(f:2) 148 Z Number of Calculated Sprinklers 16 f v In-Rack Demand(gpm) 0 ; --- �- Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 351.1 Required Pressure at Source(psi) 39.5 Type of System Wet Volume-Entire System (gal) 610.6 gal Water Supply Information Date 03/18/19 Location Connection at yard main Source W1 Notes File:C:\Users\dwingardWppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Retail Clinic Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (ODtimized Hvdraulic SimDlified) File:C:\Users\dwingard\NppData\Local\Temp\Retail Clinie-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job.:Retail Clinic Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 55 993 40 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gPm) (psi) (gpm) (Psi) W1 55 40 993 53.8 351.1 39.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 251.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 251.1 Other Required Margin of Safety(psi) 0 BOR-I -Pressure(psi) 30.6 BOR-1 -Flow(gpm) 251.1 Demand w/o System Pump(s) N/A File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:Retail Clinic Hydraulic Analysis for : 1 0 Supply System Demand -W Add-Out. Hose 0 AvailableAtSource 7 0- 52-8 psi @ 351.1.gpm ....... .-,-,- ,.. .,,......, ...., .....,..._ 50 D2 40 D3 �. L ............... .................. .I...................., i 30 COL. .....,., 20 D1 .I.. ... ...,.; ,, ,_;_;..... ,,, _;.`- i............ ..........-,_, 0 0 300 400 500 600 700 800 900 1000 110 Flow, gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job.:Retail Clinic Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 55 S2 Supply point#2-Residual 993 40 D1 Elevation Pressure 0 6.3 D2 Isystem Demand 251.1 39.5 D3 System Demand+Add.Out.Hose 351.1 39.5 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 53.3 303 13.3 351.1 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2.) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S1 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler S10 Overhead 148 5.6 0.1 14.8 7 0.108 15.9 8.1 Sprinkler Sll Overhead 148 5.6 0.1 14.8 7 0.107 15.8 8 Sprinkler S12 Overhead 148 5.6 0.1 14.8 7 0.114 16.9 9.1 Sprinkler S13 Overhead 148 5.6 0.1 14.8 7 0.104 15.3 7.5 Sprinkler S14 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.5 Sprinkler S15 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.6 Sprinkler S16 Overhead 50 5.6 0.15 7.5 7 0.303 15.1 7.3 Sprinkler S2 Overhead 148 5.6 0.1 14.8 7 0.113 16.7 8.9 Sprinkler S3 Overhead 148 5.6 0.1 14.8 7 0.1 14.8 7 Sprinkler S4 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler S5 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.5 Sprinkler S6 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 6 -S7 Overhead 148 5.6 0.1 14.8 7 0.113 16.7 8.9 Sprinkler S8 Overhead 148 5.6 0.1 14.8 7 0.107 15.8 8 Sprinkler Overhead -F 5.15 0.1 14.8 7 0.107 15.8 S9 Sprinkler 148 8 File:C:\Users\dwingard\AppData\Local\Temp\RetalI Clinic-Zephyhills-1-18177-26febdag.sv$ Date 11/12/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 7 Job.:Retail Clinic Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S3 Overhead Sprinkler 5.6 14.8 148 7 7 8.67 HEAD Open 0.0 0.1 -5.1 14.8 S1 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S4 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S6 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S13 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.104 -5.1 14.8 S14 Overhead Sprinkler 5.6 15.4 148 7.5 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S5 Overhead Sprinkler 5.6 15.4 148 7.5 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S15 Overhead Sprinkler 5.6 15.4 148 7.6 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S8 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S11 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S9 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S10 Overhead Sprinkler 5.6 15.9 148 8.1 7 8.67 HEAD Open 1.1 0.108 -5.1 14.8 S16 Overhead Sprinkler 5.6 15.1 50 7.3 7 11.5 HEAD Open 7.6 0.303 -6.3 7.5 S2 Overhead Sprinkler 5.6 16.7 148 8.9 7 8.67 HEAD Open 1.9 0.113 -5.1 14.8 S7 Overhead Sprinkler 5.6 16.7 148 8.9 7 8.67 HEAD Open 1.9 0.113 -5.1 14.8 S12 Overhead Sprinkler 5.6 16.9 148 9.1 7 8.67 HEAD Open 2.1 0.114 -5.1 14.8 214 Node 8.7 11.75 NODE -6.4 212 Node 8.7 11.75 NODE -6.4 229 Node 8.7 9.5 NODE -5.4 227 Node 8.8 9.5 NODE -5.4 001 Node 8.8 9.5 NODE -5.4 006 Node 8.8 9.5 NODE -5.4 209 Node 8.8 11.75 NODE -6.4 225 Node 8.9 9.5 NODE -5.4 008 Node 8.9 9.5 NODE -5.4 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job a Retail Clinic Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/z gpm ftz psi psi ft gpm gpm/ftz psi gpm 222 Node 9 9.5 NODE -5.4 221 Node 9 9.5 NODE -5.4 011 Node 9.3 9.5 NODE -5.4 013 Node 9.4 9.5 NODE -5.4 239 Node 10.5 9.5 NODE -5.4 218 Node 10.5 9.5 NODE -5.4 217 Node 10.5 9.5 NODE -5.4 206 Node 10.5 9.5 NODE -5.4 204 Node 10.8 9.5 NODE -5.4 016 Node 10.8 9.5 NODE -5.4 065 Node 15.3 17 NODE -8.7 076-0 Node 28.9 8.06 NODE -4.8 076-I Node 29.8 7.26 NODE -4.4 BOR-0 Node 30.3 6.27 NODE -4 BOR-I Node 30.6 5.89 NODE -3.9 078 Node 31.5 4.63 NODE -3.3 081-0 Node 31.7 4.25 NODE -3.1 081-I Node 32.3 3.29 NODE -2.7 082 Node 32.5 2.75 NODE -2.5 084-0 Node 32.9 2 NODE -2.2 084-I Node 37.3 2 NODE -2.2 085 Node 37.8 1 NODE -1.7 086 Node 39.5 -3 NODE 0 w1 Supply -251.1 39.5 -3 SUPPLY 0 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) eft) (ft) (psi) (psi) Path No: 1 S3 8.67 5.6 14.8 1 2x(us.Tee-Br)=10 18.28 120 7 Flex-36" 229 9.5 14.8 1.049 10 0.0744 -0.4 28.28 2.1 229 9.5 0 2 12.17 120 8.7 227 9.5 14.8 2.157 0 0.0022 0 12.17 0.0 227 9.5 15.3 2 10.67 120 8.8 225 9.5 30.1 2.157 0 0.0083 0 10.67 0.1 225 9.5 15.4 2 5.71 120 8.9 222 9.5 45.5 2.157 0 0.0178 0 5.71 0.1 222 9.5 15.3 2 2.79 120 9 221 9.5 60.8 2.157 0 0.0304 0 2.79 0.1 - 221 9.5 15.3 2 ix(us.Tee-Br)=12.31 6.33 120 9 218 9.5 76.1 2.157 2x(us.90)=12.31 24.61 0.046 0 30.95 1.4 218 9.5 16.7 3 4.28 120 10.5 217 9.5 92.8 3.26 0 0.0089 0 4.28 0.0 217 9.5 16.7 3 1.34 120 10.5 206 9.5 109.5 3.26 0 0.0121 0 1.34 0.0 206 9.5 47.6 3 10.66 120 10.5 204 9.5 157.1 3.26 0 0.0236 0 10.66 0.3 204 9.5 16.9 3 1.74 120 10.8 016 9.5 174 3.26 0 0.0285 0 1.74 0.0 016 9.5 77.1 3 3x(us.90)=28.22 88.47 120 10.8 065 17 251.1 3.261x(us.Tee-Br)=20.16 48.38 0.0562 -3.2 136.85 7.7 065 17 0 41x(coupling)=1.32 506.49 120 15.3 076-0 8.06 251.1 4.2610x(us.90)=131.67 132.99 0.0153 3.9 639.47 9.8 076-0 8.06 0 4 0.8 0 28.9 CV-1 FR 076-I 7.26 251.1 0 0 0.744 0.3 Check 0.8 0.6 *** 076-I 7.26 0 41x(coupling)=1.32 0.98 120 29.8 BOR-O 6.27 251.1 4.26 1.32 0.0153 0.4 2.3 0.0 BOR-0 6.27 0 4 0.38 0 30.3 BFV-N BOR-I 5.89 251.1 0 0 0.4633 0.2 *** 0.38 0.2 BOR-I 5.89 0 41x(coupling)=1.32 2.77 120 30.6 078 4.63 251.1 4.261x(us.90)=13.17 14.48 0.0153 0.5 17.25 0.3 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (9Pm/Psi'/2) (9Prn) (in) (ft) (ft) (Psi) (Psi) Path No: 1 078 4.63 0 6lx(coupling)=1.26 2.87 120 31.5 081-0 4.25 251.1 6.357lx(us.Tee-Br)=37.72 38.98 0.0022 0.2 41.85 0.1 081-0 4.25 0 6 0.96 0 31.7 CV-1 FR 081-I 3.29 251.1 0 0 0.1874 0.4 Check 0.96 0.2 *** 081-I 3.29 0 6lx(coupling)=1.26 0.54 120 32.3 082 2.75 251.1 6.357 1.26 0.0022 0.2 1.8 0 082 2.75 0 81x(coupling)=2.33 1.77 120 32.5 084-0 2 251.1 8.3291x(us.90)=20.98 23.31 0.0006 0.3 25.08 0.0 084-0 2 0 8 4.17 0 32.9 AmesC300H 084-I 2 251.1 0 0 1.0606 0 *** 4.17 4.4 084-I 2 0 8 ix(coupling)=2.33 1.7 120 37.3 085 1 251.1 8.3291x(us.90)=20.98 23.31 0.0006 0.4 25.01 0.0 085 1 0 8lx(us.90)=31.7 4 140 37.8 086 -3 251.1 8.55 31.7 0.0004 1.7 35.7 0.0 086 -3 0 8 50 150 39.5 W 1 -3 251.1 7.98 0 0.0005 0 50 0.0 W 1 39.5 Path No: 2 S16 11.5 5.6 15.1 1lx(us.Tee-Br)=5 7.58 120 7.3 Oil 9.5 15.1 1.0491x(us.90)=2 7 0.0775 0.9 14.58 1.1 Oil 9.5 46.1 2 2.39 120 9.3 013 9.5 61.3 2.157 0 0.0308 0 2.391 10.1 013 9.5 15.8 2lx(us.Tee-Br)=12.31 5.96 120 9.4 016 9.5 77.1 2.157 2x(us.90)=12.31 24.61 0.0471 0 30.58 1.4 016 10.8 Path No: 3 . Si 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 17.64 120 7.5 Flex-36" 221 9.5 15.3 1.049lx(us.90)=2 7 0.0789 -0.4 24.64 1.9 221 9 File:C:\Users\dwingardWppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job-:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 S4 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 227 9.5 15.3 1.049 5 0.079 -0.4 21 1.7 227 8.8 Path No: 5 S6 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16.27 120 7.5 Flex-36" 222 9.5 15.3 1.049lx(us.90)=2 7 0.0791 -0.4 23.27 1 1.8 222 9 Path No: 6 S13 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 001 9.5 15.3 1.049 5 0.0794 -0.4 21 1.7 001 9.5 0 2 11.17 120 8.8 006 9.5 15.3 2.157 0 0.0024 0 11.17 0.0 006 9.5 15.4 2 8.67 120 8.8 008 9.5 30.7 2.157 0 0.0086 0 8.67 0.1 008 9.5 15.4 2 2x(us.90)=12.31 9.5 120 8.9 O11 9.5 46.1 2.157 12.31 0.0182 0 21.81 0.4 011 9.3 7771 Path No: 7 S14 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 006 9.5 15.4 1.049 5 0.0796 -0.4 21 1.7 006 8.8 Path No: 8 S5 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 225 9.5 15.4 1.049 5 0.0797 -0.4 21 1.7 225 8.9 Path No: 9 S15 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.6 Flex-36" 008 9.5 15.4 1.049 5 0.0802 -0.4 21 1.7 008 8.9 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job-.,Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (9pm/ps11h) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 10 S8 8.67 5.6 15.8 1 lx(us.Tee-Br)=5 17.63 120 8 Flex-36" 214 11.75 15.8 1.049lx(us.90)=2 7 0.0838 -1.3 24.63 2.1 214 11.75 0 2 12 120 8.7 212 11.75 15.8 2.157 0 0.0025 0 12 0.0 212 11.75 15.8 2 13.95 120 8.7 209 11.75 31.6 2.157 0 0.0091 0 13.95 0.1 209 11.75 15.9 2lx(us.Tee-Br)=12.31 11.75 120 8.8 206 9.5 47.6 2.157 2x(us.90)=12.31 24.61 0.0193 1 36.37 0.7 206 10.5 Path No: 11 S11 8.67 5.6 15.8 1 ix(us.Tee-Br)=5 16 120 8 Flex-36" 013 9.5 15.8 1.049 5 0.084 -0.4 21 1.8 013 9.4 Path No: 12 S9 8.67 5.6 15.8 1 ix(us.Tee-Br)=5 17.63 120 8 Flex-36" 212 11.75 15.8 1.049lx(us.90)=2 7 0.0841 -1.3 24.63 2.1 212 8.7 Path No: 13 S10 8.67 5.6 15.9 1 lx(us.Tee-Br)=5 17.63 120 8.1 Flex-36" 209 11.75 15.9 1.049lx(us.90)=2 7 0.0851 -1.3 24.63 2.1 209 8.8 Path No: 14 S2 8.67 5.6 16.7 1 lx(us.Tee-Br)=5 16 120 8.9 Flex-36" 239 9.5 16.7 1.049 5 0.0927 -0.4 21 1.9 239 9.5 0 3 3.72 120 10.5 218 9.5 16.7 3.26 0 0.0004 0 3.721 10 218 10.5 Path No: 15 S7 8.67 5.6 16.7 1 1x(us.Tee-Br)=5 16 120 8.9 Flex-36" 217 9.5 16.7 1.049 5 0.0931 -0.4 21 2 217 10.5 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 13 � ' Job.:Retail Clinic ' . Hydraulic Calculations ^ PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (PQ Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev(Pe) NOTES Path No: 16 * Pressures are balanced toa high degree of accuracy. Values may vary byO.1 psi due to display rounding. * Maximum Velocity of 9.65M/s occurs in the following pipe(s): (065-016) *** Device pressure loss (gain in the case of pumps} is calculated from the device's curve. If the device curve is printed with this report, it will appear be/ow. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit cflength is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant aathe device is not represented as an addition to any pipe, but isan individual item whose loss/gain is based solely nn the curve data. File:C:\Users\dwingard\AppData\Local\Temp\RetalIC*nic-ZephyhU��_1817�20�bdnS�v D�o11�2�U20 uon�gm@mmo�o1uT� Fi re muv� Paga14 Job-:Retail Clinic Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 60 55 50 45 40 a 35 2, 34 a 25 20 15- 14 5 0 CD a o 0 0 0 0 0 o a N rn r kn .o e-- oa a a Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 310 (AmesC300H, Size=8); Inlet Node: OMI; Outlet Node: 084-0 14.11 9.11 8.11 7.11 a � dill � I uyi 5.11 ::��� 4.4 psi 251.1 gp.m 4-11 3.11 2-11 — 1.11 4.11 Cm VCD1 O O O O O O O O O CV M t Nn .�-. N C'V N FIow,gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job.Retail Clinic Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 307 fBFV--N, Size= 4); Inlet Node: BOR-I; Outlet Node: BOR-O 4.42E 392E 3.42E G 2928 d y -2428 y d rL 192E 1.42E 992E 0.428 0.2 psi @251.1 gpm e .+ 00 in rq a m o .N. N Inv0i e F 0000 o nt Flow,gpm Pressure Loss Function Design Area: 1; -Valve Ref.: 308 (CV--1 FR Check, Size= 4); Inlet Node: 076-I; Outlet Node: 076-0 4S ,y 3.5 a ai a y d 25 a` 1S 0.6 psi Q251.1 gpm 4S u 0 0 00 h a o r4 m Flow,gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 16 • Job,:Retail Clinic Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 309 (CV-1 FR Check, Size= 6); Inlet Node: 081-I; Outlet Node: 081-0 45 35 .y G. V y Oi 2.5 d a 15 05 0.2psiQ251.1 gpm a p p O O C G O p d O O Vn Vl 2 rmV Im co [V Flow,gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 17 CALCU LATION"SU M MARY Project Name:Retail Clinic Project Location: 7631 Gall Blvd Drawing No.:JD 2035 City: Zephyrhills, FL 30013 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) Office 1500 351.1 Required 39 5 0.1 7 14.8 16 100 13.3 �1�11111i1i . I r 1 - File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febdag.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:Retail Clinic Contract No.:JD 2035 City: Zephyrhills, FL 30013 Project Location: 7631 Gall Blvd Date: 11/12/2020 Contractor Information Name of Contractor: Hiller Systems 1 Address: 3751 Joy Springs Drive City: Mobile, AL 36693 Phone Number: 251.661.1275 E-mail:dwingard@hillercompanies.com Name of Designer: Dale F.Wingard Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Dental Area Occupancy Classification Office - . Density(gpm/ft2) 0.1 Area of Application(ft2) 1500 Coverage per Sprinkler(ft2) 148 Number of Calculated Sprinklers 16 In-Rack Demand(gpm) 0 r Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 351.1 Required Pressure at Source(psi) 39.5 Type of System Wet Volume-Entire System (gal) 610.6 gal Water Supply Information Date 03/18/19 Location Connection at yard main Source W1 Notes File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Retail Clinic Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simolified) File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Retail Clinic Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 55 993 40 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gpm) (psi) (gpm) (Psi) W 1 55 40 993 53.8 351.1 39.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 251.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 251.1 Other Required Margin of Safety(psi) 0 BOR-1 -Pressure(psi) 30.6 BOR-1 -Flow(gpm) 251.1 Demand w/o System Pump(s) N/A File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:Retail Clinic Hydraulic Analysis for : 1 0 Supply -w System Demand * Add-Out. Hose 0 Avail ableAt Source 70- . .................... ...................................... ...................................... ...................... ..................................................................... 52-8 psi @,351-1 gpm. ......................... ............................................ ........................................................... 50- ............ - - -------- . ........ ......... I ................ .... ..... .................. S ' D2 , CL 40 36 36.874 -D3 ............................................. ................. ....................................................... ........................................................................ ............... ......... ............ ............ U) 30 IL ..................................................I........................... .................................................................. 20 ....................................... .......................... ..................... .......... ..................................... .............................................................. DI ........................................,................. ..................................................................... 0 ........................... ................. ........................ 0 300 400 500 600 700 800 900 1000 11 Flow, gpM File:C:\Users\dwingard\AppData\Local\Temp\RetaiI Clinic-Zephyhills-1-18177-26febdag.sv$ Date 11/12/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Retail Clinic Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 55 S2 Supply point#2-Residual 993 40 D1 Elevation Pressure 0 6.3 D2 System Demand 251.1 39.5 D3 ISYstern Demand+Add.Out.Hose 351.1 39.5 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 53.3 303 13.3 351.1 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S1 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler S10 Overhead 148 5.6 0.1 14.8 7 0.108 15.9 8.1 Sprinkler Sh Overhead 148 5.6 0.1 14.8 7 0.107 15.8 8 Sprinkler S12 Overhead 148 5.6 0.1 14.8 7 0.114 16.9 9.1 Sprinkler S13 Overhead 148 5.6 0.1 14.8 7 0.104 15.3 7.5 Sprinkler S14 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.5 Sprinkler S15 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.6 Sprinkler S16 Overhead 50 5.6 0.15 7.5 7 0.303 15.1 7.3 Sprinkler S2 Overhead 148 5.6 0.1 14.8 7 0.113 16.7 8.9 Sprinkler S3 Overhead 148 5.6 0.1 14.8 7 0.1 14.8 7 Sprinkler S4 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler S5 Overhead 148 5.6 0.1 14.8 7 0.104 15.4 7.5 Sprinkler S6 Overhead 148 5.6 0.1 14.8 7 0.103 15.3 7.5 Sprinkler File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 S7 Overhead 148 5.6 0.1 14.8 7 0.113 16.7 8.9 Sprinkler S8 Overhead 148 5.6 0.1 14.8 7 0.107 15.8 8 Sprinkler S9 Overhead 148 5.6 0.1 14.8 7 0.107 15.8 7� Sprinkler 8 File:C:\Users\dwingard\AppData\Local\Temp\RetalI Clinic-Zephyhills-1-18177-26febda9.sv$ Date 11/12/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 7 Job:Retail Clinic Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev, Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm S3 Overhead Sprinkler 5.6 14.8 148 7 7 8.67 HEAD Open 0.0 0.1 -5.1 14.8 S1 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S4 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S6 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.103 -5.1 14.8 S13 Overhead Sprinkler 5.6 15.3 148 7.5 7 8.67 HEAD Open 0.5 0.104 -5.1 14.8 S14 Overhead Sprinkler 5.6 15.4 148 7.5 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S5 Overhead Sprinkler 5.6 15.4 148 7.5 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S15 Overhead Sprinkler 5.6 15.4 148 7.6 7 8.67 HEAD Open 0.6 0.104 -5.1 14.8 S8 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S11 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S9 Overhead Sprinkler 5.6 15.8 148 8 7 8.67 HEAD Open 1 0.107 -5.1 14.8 S10 Overhead Sprinkler 5.6 15.9 148 8.1 7 8.67 HEAD Open 1.1 0.108 -5.1 14.8 S16 Overhead Sprinkler 5.6 15.1 50 7.3 7 11.5 HEAD Open 7.6 0.303 -6.3 7.5 S2 Overhead Sprinkler 5.6 16.7 148 8.9 7 8.67 HEAD Open 1.9 0.113 -5.1 14.8 S7 Overhead Sprinkler 5.6 16.7 148 8.9 7 8.67 HEAD Open 1.9 0.113 -5.1 14.8 S12 Overhead Sprinkler 5.6 16.9 148 9.1 7 8.67 HEAD Open 2.1 0.114 -5.1 14.8 214 Node 8.7 11.75 NODE -6.4 212 Node 8.7 11.75 NODE -6.4 229 Node 8.7 9.5 NODE -5.4 227 Node 8.8 9.5 NODE -5.4 001 Node 8.8 9.5 NODE -5.4 006 Node 8.8 9.5 NODE -5.4 209 Node 8.8 11.75 NODE -6.4 225 Node 8.9 9.5 NODE -5.4 008 Node 8.9 9.5 NODE 1-5.4 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinio-Zephyhills_1_18177_26febdag.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Retail Clinic Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ftz psi psi ft gpm gpm/ftz psi gpm 222 Node 9 9.5 NODE -5.4 221 Node 9 9.5 NODE -5.4 011 Node 9.3 9.5 NODE -5.4 013 Node 9.4 9.5 NODE -5.4 239 Node 10.5 9.5 NODE -5.4 218 Node 10.5 9.5 NODE -5.4 217 Node 10.5 9.5 NODE -5.4 206 Node 10.5 9.5 NODE -5.4 204 Node 10.8 9.5 NODE -5.4 016 Node 10.8 9.5 NODE -5.4 065 Node 15.3 17 NODE -8.7 076-0 Node 28.9 8.06 NODE -4.8 076-I Node 29.8 7.26 NODE -4.4 BOR-0 Node 30.3 6.27 NODE -4 BOR-I Node 30.6 5.89 NODE -3.9 078 Node 31.5 4.63 NODE -3.3 081-0 Node 31.7 4.25 NODE -3.1 081-I Node 32.3 3.29 NODE -2.7 082 Node 32.5 2.75 NODE -2.5 084-0 Node 32.9 2 NODE -2.2 084-I Node 37.3 2 NODE -2.2 085 Node 37.8 1 NODE -1.7 086 Node 39.5 -3 NODE 0 wi Supply -251.1 39.5 -3 SUPPLY 0 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gPm/Psl'/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 S3 8.67 5.6 14.8 1 2x(us.Tee-Br)=10 18.28 120 7 Flex-36" 229 9.5 14.8 1.049 10 0.0744 -0.4 28.28 2.1 229 9.5 0 2 12.17 120 8.7 227 9.5 14.8 2.157 0 0.0022 0 12.17 0.0 227 9.5 15.3 2 10.67 120 8.8 225 9.5 30.1 2.157 0 0.0083 0 10.67 0.1 225 9.5 15.4 2 5.71 120 8.9 222 9.5 45.5 2.157 0 0.0178 0 5.71 0.1 222 9.5 15.3 2 2.79 120 9 221 9.5 60.8 2.157 0 0.0304 0 2.79 0.1 221 9.5 15.3 21x(us.Tee-Br)=12.31 6.33 120 9 218 9.5 76.1 2.157 2x(us.90)=12.31 24.61 0.046 0 30.95 1.4 218 9.5 16.7 3 4.28 120 10.5 217 9.5 92.8 3.26 0 0.0089 0 4.28 0.0 217 9.5 16.7 3 1.34 120 10.5 206 9.5 109.5 3.26 0 0.0121 0 1.34 0.0 206 9.5 47.6 3 10.66 120 10.5 204 9.5 157.1 3.26 0 0.0236 0 10.66 0.3 204 9.5 16.9 3 1.74 120 10.8 016 9.5 174 3.26 0 0.0285 0 1.74 0.0 016 9.5 77.1 3 3x(us.90)=28.22 88.47 120 10.8 065 17 251.1 3.261x(us.Tee-Br)=20.16 48.38 0.0562 -3.2 136.85 7.7 065 17 0 41x(coupling)=1.32 506.49 120 15.3 076-0 8.06 251.1 4.2610x(us.90)=131.67 132.99 0.0153 3.9 639.47 9.8 076-0 8.06 0 4 6.8 0 28.9 CV-1 FR 076-I 7.26 251.1 0 0 0.744 0.3 Check 0.8 0.6 *** 076-I 7.26 0 41x(coupling)=1.32 0.98 120 29.8 BOR-0 6.27 251.1 4.26 1.32 0.0153 0.4 2.3 0.0 BOR-0 6.27 0 4 0.38 0 30.3 BFV-N BOR-I 5.89 251.1 0 0 0.4633 0.2 *** 0.38 0.2 BOR-I 5.89 0 41x(coupling)=1.32 2.77 120 30.6 078 4.63 1 251.1 4.261x(us.90)=13.17 14.48 0.0153 0.5 17.25 0.3 File:C:\Users\dwingardlAppData\Local\Temp\Retail ClinicZephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) � ) (gPm/psi1/z) (gPm) (in) eft) (ft) (Psi) (Psi) Path No: 1 078 4.63 0 6lx(coupling)=1.26 2.87 120 31.5 081-0 4.25 251.1 6.357lx(us.Tee-Br)=37.72 38.98 0.0022 0.2 41.85 0.1 081-0 4.25 0 6 0.96 0 31.7 CV-1 FR 081-I 3.29 251.1 0 0 0.1874 0.4 Check 0.96 0.2 *** 081-I 3.29 0 6lx(coupling)=1.26 0.54 120 32.3 082 2.75 251.1 6.357 1.26 0.0022 0.2 1.8 0 082 2.75 0 8lx(coupling)=2.33 1.77 120 32.5 084-0 2 251.1 8.329lx(us.90)=20.98 23.31 0.0006 0.3 25.08 0.0 084-0 2 0 8 4.17 0 32.9 AmesC30011 084-I 2 251.1 0 0 1.0606 0 *** 4.17 4.4 084-I 2 0 8lx(coupling)=2.33 1.7 120 37.3 085 1 251.1 8.329lx(us.90)=20.98 23.31 0.0006 0.4 25.01 0.0 085 1 0 8lx(us.90)=31.7 4 140 37.8 086 -3 251.1 8.55 31.7 0.0004 1.7 35./j 0.0 - 086 -3 0 8 50 150 39.5 W 1 -3 251.1 7.98 0 0.0005 0 50 0.0 W 1 39.5 Path No: 2 S16 11.5 5.6 15.1 1lx(us.Tee-Br)=5 7.58 120 7.3 O11 9.5 15.1 1.049lx(us.90)=2 7 0.0775 0.9 14.58 1.1 O11 9.5 46.1 2 2.39 120 9.3 013 9.5 61.3 2.157 0 0.0308 0 2.391 10.1 013 9.5 15.8 2lx(us.Tee-Br)=12.31 5.96 120 9.4 016 9.5 77.1 2.157 2x(us.90)=12.31 24.61 0.0471 0 30.58 1.4 016 10.8 Path No: 3 Si 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 17.64 120 7.5 Flex-36" 221 9.5 15.3 1.049lx(us.90)=2 7 0.0789 -0.4 24.64 1.9 221 9 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict (Pf) (ft) OPm/pSIV/.) Wpm) (in) (ft) (ft) (Psi) (Psi) Path No: 4 S4 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 227 9.5 15.3 1.049 5 0.079 -0.4 21 1.7 227 8.8 Path No: 5 S6 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16.27 120 7.5 Flex-36" 222 9.5 15.3 1.049lx(us.90)=2 7 0.0791 -0.4 23.27 1.8 222 9 Path No: 6 S13 8.67 5.6 15.3 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 001 9.5 15.3 1.049 5 0.0794 -0.4 21 1.7 001 9.5 0 2 11.17 120 8.8 006 9.5 15.3 2.157 0 0.0024 0 11.17 0.0 006 9.5 15.4 2 8.67 120 8.8 008 9.5 30.7 2.157 0 0.0086 0 8.67 0.1 008 9.5 15.4 2 2x(us.90)=12.31 9.5 120 8.9 011 9.5 46.1 2.157 12.31 0.0182 0 21.811 0.4 011 9.3 Path No: 7 S14 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 006 9.5 15.4 1.049 5 0.0796 -0.4 21 1.7 006 8.8 Path No: 8 S5 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.5 Flex-36" 225 9.5 15.4 1.049 5 0.0797 -0.4 21 1.7 225 8.9 Path No: 9 S15 8.67 5.6 15.4 1 lx(us.Tee-Br)=5 16 120 7.6 Flex-36" 008 9.5 15.4 1.049 5 0.0802 -0.4 21 1.7 008 8.9 File:C:\Users\dwingard\AppData\Local\Temp\Retail ClinicZephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9Pm/Ps11/2) (9Pm) (in) (ft) (ft) (Psi) (Psi) Path No: 10 S8 8.67 5.6 15.8 1 lx(us.Tee-Br)=5 17.63 120 8 Flex-36" 214 11.75 15.8 1.049lx(us.90)=2 7 0.0838 -1.3 24.63 2.1 214 11.75 0 2 12 120 8.7 212 11.75 15.8 2.157 0 0.0025 0 12 0.0 212 11.75 15.8 2 13.95 120 8.7 209 11.75 31.6 2.157 0 0.0091 0 13.95 0.1 209 11.75 15.9 21x(us.Tee-Br)=12.31 11.75 120 8.8 206 9.5 1 47.6 2.157 2x(us.90)=12.31 24.61 0.0193 1 36.37 0.7 �2O6 10.5 Path No: 11 S11 8.67 5.6 15.8 1 lx(us.Tee-Br)=5 16 120 8 F1ex-36" 013 9.5 15.8 1.049 5 0.084 -0.4 21 1.8 013 9.4 Path No: 12 S9 8.67 5.6 15.8 1 1x(us.Tee-Br)=5 17.63 120 8 Flex-36" 212 11.75 15.8 1.049lx(us.90)=2 7 0.0841 -1.3 24.63 2.1 212 8.7 Path No: 13 S10 8.67 5.6 15.9 1 1x(us.Tee-Br)=5 17.63 120 8.1 Flex-36" 209 11.75 15.9 1.049lx(us.90)=2 7 0.0851 -1.3 24.63 2.1 209 8.8 Path No: 14 S2 8.67 5.6 16.7 1 lx(us.Tee-Br)=5 16 120 8.9 Flex-36" 239 9.5 16.7 1.049 5 0.0927 -0.4 21 1.9 239 9.5 0 3 3.72 120 10.5 218 9.5 16.7 3.26 0 0.0004 0 3.721 0 218 10.5 Path No: 15 S7 8.67 5.6 16.7 1 1x(us.Tee-Br)=5 16 120 8.9 Flex-36" 217 9.5 16.7 1.049 5 0.0931 -0.4 21 2 217 10.5 File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:Retail Clinic Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/Ps1Y2) (gPm) (in) (ft) (ft) (Psi)- (Psi) Path No: 16 S12 8.67 5.6 16.9 1 lx(us.Tee-Br)=5 16 120 9.1 Flex-36" 204 9.5 16.9 1.049 5 0.0952 -0.4 21 2 204 10.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 9.65 ft/s occurs in the following pipe(s): (065-016) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\dwingardWppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febdag.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:Retail 1.Clinic Device Graphs Pressure vs. Flow Function Design Area 1; Supply Ref.:W1; Supply Name:W1 50' 55 50 45 40 G � 35 a W 30 a 25 20 15 10 5 0 0 0 0 o a o 0 0 o a N m _ v1 10 9 W a a _ Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 310 (AmesC30OH, Size= 8); Inlet Node. OMI; Outlet Node: 084-0 10.11 9.11 8.11 7.11 .y a rn 5.11 �14.4 psi @.251.1 gp m ay a u 4-11 3.11 2.11 - — 1.11 4.11 0 o a 0 0 0 0 0 0 0 0 �-. N m T v0i O h O N kn N N N Flow,gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 15 e Job:Retail Clinic Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 307 (BFV N, Size= 4); Inlet Node: BOR-I; Outlet Node: BOR-O 4.42E 392E 3.428 a 292E H 242E H V rL 192E 1.428 092E 0.2 psi @ 251.1 gpm 0.428 •7 -+ m h ro a � m o •h oa o m F m o ry m v� �o 00 .� . Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 308 (CV-1 FIR Check, Size= 4); Inlet Node: 076-1; Outlet Node: 076-0 3S y a ai m y 2.5 V a 1S 0.6 psi 251.1 gpm OS u 0 0o a vti a o C14 Flow,gpm File:C:\Users\dwingard\AppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 16 r ' . Job:Retail Clinic Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 309 (CV-1 FR Check, Size= 6); Inlet Node: 081-I; Outlet Node: 081-0 4s 3s .y C6 d 7 VJ Q� 25 a is 05 0.2 psi 251.1 gpm' Y O O CD CD CD CD O O C4 CC4 COY Flow,gpm File:C:\Users\dwingardWppData\Local\Temp\Retail Clinic-Zephyhills_1_18177_26febda9.sv$ Date 11/12/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 17 City of Zephyrhills Uniform Notice of a Low-`Volt�+ge Alar Sys tem Project 30 l Owner's/CustomerName Address 6-3 city I s St Zip �35 Phone E-mail 7 Contractor 1 1-� Lic.#e5 ZOd P7g Address 1 ! City St R_Zip Z Phone 3 - ateProjedComplete - Scope of Work La+ $ Ca(��i/1� r�1, Ca61c. -- I Irn5f, 0 +A � rkh=5.��,stitl/f�Ps xnS fvr AWt Signature: Owner or tenant or contractor or authorized representative Notice is hereby given that a low-voltage alarm system project has been completed at the address specified above.I certify that all of the foregoing information is true and accurate. seCtion 553.793 FS Agent of Authorization Form I, John Johnson do hereby authorize Paul Levesquel*act on my behalf and take all actions. Necessary for the City of Zephyrhills, Florida regarding obtaining Building Permits for Lbarr Group, Date: Jo n R Jo STATE OF FLORIDA COUNTY OF VOLUSIA The foregoing Instrument was acknowledged before me this r"day of 20 2-3, by o oht�sof� (name/names) y%V F N9tary Fubhc State of Floriija Shannon J MCManama My Comrrussiorf G a 240218 (Si ature o otary Public, State of Florida) �;;;� ' Expueso8/07/2022 (Notary Stamp) Personally Known OR produced identification Type of Identification produced: i 813-78MO20 City of Zephyrhills Permit Application Fax-813-780-0021 f Building Department Date Rocohred Phone Contact for Permitting ( — llliztll titaI Owner's Name W 1� } j Owner Phone Number 3! S t / 7 Owner's Addross 6 -3 ! Gk 1 Z Owner Phone Number 9'.12 G Fee Simple Titleholder Name I Owner Phone Number J �/C l0 Z C Fee Simple Titleholder Address JOB ADDRESS 7 3I G��� LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEWCONM ADD/ALT SIGN = = DEMOLISH e INSTALL 8 REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT "E'="E E-E S i-S"i-C'S4-Z-'Ci'C I<'UE-C7C C i X JE"L"i-i'I-X 4i-1E 0 4 9E"C Z 1Ct"C-i[Ct"1CJUX'S'C E C J'S"i'E-C-A-JUX-Z"Z"E-E"X-X S S 1 =BUILDING $ VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL $/y D v AMP SERVICE = PROGRESS ENERGY = W.R.EEC. =PLUMS[NG $ -:3 cy ' =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION 3 FINISHED FLOOR ELEVATIONS AS ROOFING 0 FLOOD ZONE SPECIALTY OTHER 0 S NO V�o � BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# �£LECTRIC r- "�— COMPANY SIGNATURE REGISTERED Y N FEE CURREN Y/N ) Address r License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY i SIGNATURE REGISTERED YIN FEE CURREN Y/N i; Adder F License# OTHER COMPANY I SIGNATURE REGISTERED Y/N FEE CURREN Y/N i Address License# islllittititllt:llllllilllillllitlllitttlitll3111111alllitdllllia141alal RESIDENTIAL Attach(2)Plot Plants;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, it3.780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:Tho undersigned understands that this permit may be subject to"deed"restrictions'which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSiBiLMES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed In accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may bo cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the'contractor Block'of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number S9-07 and 9D-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a'certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LiEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,1 certify that 1,the applicant, have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the'owner".I certify that t have obtained a copy of the above described document ond promise in good faith to deliver it to the"owner'prior to commencement CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all Work will be done in compliance with all applicable laws regulating construction.zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all taws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.1 also certify that i understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions t must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District:-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. f understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A, it is understood that a drainage plan addressing a `compensating volume'will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - if fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. if 1 am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in places,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the A*rk is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and WO demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT {CONTRAC Subscribed and swvom to(or affirmed)before me this S ibscri d and sw t )before me this by y nL VN %o n Who is/are personally known to me orhas/have produced Who islare personally known to me or has/have produced a;identification. i entifmcation. Notary Public ��i ry Commission No. Camrirssion No. ire-S)atb of F)oltda f' Shannon J McWnAma v. SMy Commmssibrr GO 246218 'M1 Expires 08/07/2022 CERTIFICATE OF LIABILITY INSURANCE DATE(M6iUDDJYYYY) O8106/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEiIi THE ISSUING INSURER(S), AUTHORIZED REPRESENTATWE OR PRODUCER,AND THE CERTIiCATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed. If SUBROGATiONIS WANED, subject to the terms and conditions of the policy,certain policies may require an endorserneaL A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT BIN INSURANCE HOLDINGS LLCIPHS NAME: 46508937 PHONE (866)467-8730 FAX (888)443-6112 (mac �)_ (arc Nox The Hartford Business Service Center NO 3600 Wiseman Blvd E-MAIL San Antonio,TX 78251 ADDRESS: iNSURE2(S)AFFORMG COVERAGE NAICO INSURED INSURER A: Sentinel Insurance Company Ltd. 11000 L.BARR GROUP,LLC. INSURER B: 200 MONITOR DR Beverly Beach FL 32136-2717 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDiCATEDNOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W TH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAiD CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICYEFF POLICY EXP LIMITS M MM1DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADEn OCCUR DAMAGETO RENTM $1,000,000 X General Liability ME7 EXP(Airy one pin) $10,000 A X 46 SBM VU2113 01f25)2021 0112SI2022 PERSONAL&ADV INJURY $1,000,000 GEWL AGGREGATE LIMIT APPLIES PBR GENERAL AGGREGATE $2,000,000 POUF❑PRO LOG PRODUCTS-COMPIOPAGG $2,000,000 JECT Fxl OTHER AUTOMOBLLE LIABILITY COMBIN)D SINGLELIMIi $1,000,000 amide ANY AUTO BODILY INJURY(Per person) A nuros AUTOS ALL OWNED »ros 46SBMVU2113 01i2512021 01/2517on BODILY INJURY(Per amide HIRES NON-OWNED PROPEZTY DAMAGE X AUTOS X AUTOS (Per a—deri) UMBRELLA A VAB CDR EACH OCCURRENCE EXCESS L IAB CLAIMS MADE AGGREGATE ® RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS LIABILITY STATUTE I E R AidY YIN EL EACH ACCIDENT PROPRiETORIPARTNERIEXECUTIVE NIA OFFICER/MEMBER EXCLUDED? EL DISEASE-EA EMPLOYEE (Mandatory in NH) if yes,describe wrier EL DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS below DESCRMWNOFQPHRAT70NS/LOCA'T0NS/VfMC.LES(ACORDIf",AdditionalRemarl6SchedMQ mayln' edifmoresgaoeisrequlred) Those usual to the Insureds Operations.Certificate holder is an additional insured per the Business Liability Coverage Form SS0008 attached to this policy. CERTIFICATE HOLDER CANCELLATION City of zephyr hills SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Lm 5335 8TH ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED ZEPHYRHILLS FL 33542 IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR®RSrRFETTATWE �I'�„C-1f, C ©1988 2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD FLAGLER COUNTY ACCOUNT NO, RECEIPT NO, 2020 - 2021 SUBJECT TAX CIOUN S ZONING RESPT TRICTIONS 33658 16060 TAX RECEIPT MUST BE DISPLAYED ON PREMISES BUSINESS PERIOD: Octobor 01,2020 . Soptembor 30,2021 EXPIRES: SEPTEMBER 30,2021 THE PERSON(S),OR ENTITY BELOW: LBARR GROUP, LLC Suzanne Johnston,CFC,Flagler County Tax Collector P 0 Box 846,Bunnell,Florida 32110 200 Monitor drive Phone:(386)313-4160 or Fax:(386)3134161 Beverly Beach, FL 32136 UPON A CHANGE OF OWNERSHIP OR LOCATION, BUSINESS TAX RECEIPT SHOULD BE TRANSFERRED WITHIN 30 DAYS OWNED BY: LOCATION: Thomas Barry 200 Monitor drive Beverly Beach,FL 32136 BUSINESS CLASSIFICATIONS,DISCLAIMERS,AND RELATED FEES: EXEMPTIONS: 0.00 CERTIFIED ELECTRICAL CONTRACTOR $4.50 119 Receipt Fee 4.50 Late Penalty NSF Fee Transfer Fee Paid 041-20-00146059 06/28/2021 4.50 MAIN OFFICE: 1769 E Moody Blvd,Bldg 2,Suite 102,Bunnell,FL 32110 BRANCH OFFICES: Flagler Beach Office,2525 Moody Blvd,Flagler Beach,FL 32136 Palm Coast Office,7 Old Kngs Road North,Suite 12,Palm Coast, FL 32137 ISSUED PURSUANTAND SUBJECT TO FLORIDA STATUTES AND FLAGLER COUNTY CODE ISSUANCE DOES NOT CERTIFY COMPLIANCE MATH ZONING OR OTHER LAWS BUSINESS TAX RECEIPT USIINESS CLA SUBJECT SS IFICATION((S),OR SUBS REVOCATION FOR ING VIOLATIONS,EQUENT ACTIVITIES NOTIFYFY TAX COLLURE OLECTOR UPON CLOSIINTAIN NG OF BURSIIW-SS. SAS REQtlIREO FOR TAX RECEIPT .BUST BE DISPLAYED ON PREMISES — I t �• Ron DeSantls,Governor Halsey Beshears,Secretary b h ( I STATE OF FLORIDA I DEPARTMENT. O.F BUSINESS AND PROFESSIONAL REGULATION { i S .« 1 Rye. , I, Ig :C EN5ING BOARD ELECTRICAL CON THE SPECIALTY ELECTRODE I iT T` I M I 1±� XERTIFIED UNDER THE PROVISIOSC1Ext%4' : } :.��w �k' �A;QATUTES Zia CUM 4� " ,qua .. A A1IIT: ° EiE $. SYSr ,EMS�pfilAlST I ., r= '1,;F Via. `k, 'zir %ai`,,•yz'v^'i t,m,,,. -' ;, ' ; k: -� P.s •'':e'^ ! - h. ; 6 t'"01, � t ^ +..: "l..a"r ._ ;';,nrs�•^%s:.l,: -e Nin-go -T, mv , 0 k VW T ' ti 0 f �. �'"14� 'crn� ' •t: ' ^dA2s. in'��•a.:.ega.e�^.....,.�•'w�g� 3 r �.�y°",S�,.I,^�1'� a �j E wl LICES ' JIBS �0679 I EXPIRATION DAT : AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com Ems ❑ ; } Do not alter this document in any form. " I . This is your license. 'It is unlawful for anyone other than the licensee to use this document, ACO v CERTIFICATE OF LIABILITY INSURANCE `� I 08/O6/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: U the certificate holder is an ADDITIONAL INSURED,the poficy(fes)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in fieu of such endorsemer (s)�. PRODUCER cO�cy Automatic Data Processing Insurance Agency,Inc. Automatic Data Processing Insurance Agency,Inc. PHONE _ 1-800-524-7024 F N No E4=L ADDRESS: 1 Adp Boulevard INSURER(s)AFFORDING COVERAGE NAiC# Roseland NJ 07068 INSURER A: Phoenix Insurance Company 25623 INSURED L Barr Group LLC INSURER B• UMRER C: 1 Woodchuck PI INSURER D- INSURER E- Paim Coast FL 32164 INSURER F- COVERAGES CERTIFICATE NUMBER: 2066802 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS- INSR TYPEOFINSURANCE ADDLSUBR POLICYt3f POLICYD(P LIMITS LTR INSD WVD POUCYNUMBER AND COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLARJS-MADE F-IOCCUR PREMISESDHENFED a:amrence $ N(ED ENP(Any one person) $ PERSONAL&ADV INJURY $ GEIL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑dECT LOG PRODUCTS-COAAP/OPAGG $ OTHER: $ AUTOMOEMB LlABILnY COAABWIDSWGLELIMIT $ auiderrt ANY AUTO BODILY 01UURY(Per person) $ OWNED SCHEDULED BODILY MURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY L $ AUTOS ONLY (Per auzadent UMBRE7 n L1AB OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED REIENTION$ $ WORKERS C VMP0I 'nON AND EMPLOYERS UABILRY ATUTE ER ANY PROPRIEfORlPARTNSIID�CUnVE Y/N E L.EACH ACCIDENT $ 1,00O,OOD A OFFTCER/MEMBERD(CLUDED? Y N/A N UB-8L293485-21-42 01119PLQ21 01/19/2022 , (AAaildBtprY in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ayes,describe under 1000000 DESCRIPTION OFOPERATIONS below LI DLSEASE-POLICY IBM $ , , DESCRIPTION OF OPERATIONS/LOCATIONS/vEH[CLES(ACORD 101,Additional Remarks Sche_.m may be attachad it more space is regrind) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Zephyrhills ACCORDANCE WITH THE POLICY PROVISIONS. 5335 8th Street AUTHORMED REPRI'SEr+(rA71vE Zephyrhills FL 33542 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD